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Cn L0 r- L0 to C14 ck:: LO CN C) (If C r E E 0 0 9 Ev 0 A) :07 _:g (1) SIMPSON LSTA30 w/ (22) (2)- 12d GABLE END FLOOR SEE SS FOR RETROFIT 10d NAILS BENT OVER TOP SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 2x6 WALL, USE SP8 TOENAILS 2x4 TRUSS SEE R/S6 FOR CONNECTION IF MSTAM36 1 OR 2 PLY GIRDER PLATE THEN DOWN THE FOR 2x8 WALL) TO TRUSS TOP CONNECTION INFO TO CAN NOT BE INSTALLED TRUSS. SEE PLAN FOR FACE OF HEADER/STLIDS @ 24" O.C. EXT. SHEATHING MASONRY WALL BELOW AND ALT. CONNECTION. 2x CRIPPLES @ 16" O.C. " O.C. (2) 2x SPF TOP PLATE FLUSH W/ TOP >< BLOCKING INFO (& SEE PLAN FOR CONN. W1 (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN S SEEFOR 2 OF MASONRY & 8d EEFOR BLOCKING NAILS T/B FLANGE BLOCKING 0 1. APPLY SUB (3) 2x # SPF X (2) 1 Od TO ENAI LS AT EA. INTERIOR HEADER DETAILS DETAILS F LO FLOOR STUDS w/ 10d @ ---(2) - 2x SPF TOP PLATE 1-17, END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. 2xSTUDS (v ADHESIVE TO 8" O.C. EACH SIDE OPENING WIDTH 4 FEET. EXTERIOR HEADERS I J* 2x4 CONTACT U.N.O. ON PLAN IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. IT SURFACE A 2x4 #2 BLOCKING 4(�) THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x SYSTEM —FLOOR SYSTEM LAN SEE PLAN NOTE: VERIFY WITH FLOOR FRAMING PLAN FOR I -JOIST OR FLOOR TRUSS FOR B 2x4 SIDE BRACE AT 48" O.C. BETWEEN JOISTS D 2X CONT. RIBBON EXCEEDING 6 FEET. A SIMPSON LS30 w/ (6) 10d x 1 1/2" CLIP IS TO BE SILL PLATE W/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" CLIP EACH SIDE MIN (3) 2x #2 SPF STUDS @ END OF INSTALLED AT EA. END CORRECT BLOCKING w/ (3) 12d EA. END HEADER SEE Q/S4 FOR REQ'D JAMB G.C. VERIFY INTERIOR REQUIREMENTS TO HORIZ. L BLOCK TYPICAL BLOCK FLOOR DECK INFO 1/2" GYP. BOARD OR (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL 1-1/8" RIM BOARD BLOCKING WALL 2x CRIPPLE AT EA. END OF OPENING SIMPSON LSTA30 w/ (11) 1 Od NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") FLOOR TRUSS/ NAILED TO STUD TO STUDS ABOVE PLATE ON FLOOR SYSTEM TO MASONRY WALL VERIFY W1 PLAN 8d NAILS @ 3" O.0 JOIST SEE PLAN M (2) SIMPSON MSTAM36 w/ I -JOIST SEE PLAN PACK w/1 Od I'4AI LS FLOOR DECK BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d WALL SHEATHING (2) 12d TOE NAILS TOP (7) 1 Od NAILS & (4) 1/4"x2 TIE BEAM @ 8"o.c.. FLOOR TRUSS/ I -JOIST SEE PLAN TO RIM BOARD & BOTT. CHORD 1/4" TITENS SIMPSON LSTA30 FROM NAILS (G.C. TO INSURE SOLID BLOCKING IL AJS BLOCKING PANEL @ 24" WINDOW JAMB TO IS INSTALLED). SCALE: N.T.S. O.C. (MAX) AND @ EACH PROVIDE BLOCKING FLOOR TRUSS/ SOLID SCALE: N.T.S. GABLE END RIM JOIST- END OF WALL UNDER BELOW JAMBS BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE SEE SS FOR RETROFIT SEE R/S6 FOR CORNERS FOLLOWED IF DOWN SET OR BOX HEADER IS USED CONNECTION IF MSTAM36 CONNECTION INFO TO (2) - 10d TOE NAILS OTHERWISE DETAIL CAN BE IGNORED SECTION CORNER CAN NOT BE INSTALLED MASONRY WALL EACH SIDE FRAMING ATTACHMENT le' �j BLOCKING DETAIL GIRDER/COL. CONN. @ 2nd FLOOR ('3_'� HEADER CONN. @ 2nd FLOORK�T� SCALE: N T.S. N.T.S. SCALE: N.T.S. SCALE: N.T.S. SEE Q/S4 FOR SIMPSON SP4 W/ (6) 1 Od x 1 1/2" (USE SP6 FOR S I M PSON SP2 W/ (12) 1 Od NAI LS SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED 2x6 / 2x8 CRIPPLES @ 16" O.C. (2) 2x8 0 R (2) 2x6 TOP JAMB STUD NOTCHED AT HEADER LOCATION REQ'D TYP -7 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. SIMPSON LSTA24 W/(18) 10d NAILS CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SEE INFO BELOW ON CONNECTION OF CRIPPLES IF LONGER THAN 8" PLATE SEE PLAN 1'.. 1 2 - 2 x 4 SPF SIMPSON CS16 W/ MIN. 12" END SIMPSON SP4 W/ (6) 10d x 1 1/2" (USE SP6 FOR WALL, USE SP8 FOR 2x8 WALL) 24" O.C. SEE PLAN FOR CONN. T (2) 2x HEADER TO SIT TOP PLATES (1) S I M PSO N LSTA30 W/ (22) 1 Od 2x6 @ To CLIPS) NAIL BACK LEG OF CIPPLE TO A. LENGTH ON STUDS W/ (11) 1 Od NAILS BENT OVER TOP PLATE HEADER W/ (2) 12 TOENAILS FLUSH W/ THE OUTSIDE NAILS TO STUDS ABOVE & (11) 1 Od (2) - 2X SPF TOP PLATE SEE PLAN FOR SIZE NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS THEN DOWN THE FACE OF HEADER/STUDS (2) 2x HEADER SEE PLAN 2x6 / 2x8 WALL BEYOND SEE AT 16" O.C. U.N.O. SIMPSON SP1 W/ (10) 1 Od NAILS INTERIOR HEADER NAILING AREA (TYP.) 31DE HEADER FLUSH TO OUTSIDE FLOOR PLAN FOR HEADER (2) 2x HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. SEE PLAN FOR COL. SIZE CONNECTION SEE PLAN 5/8" A.B. @ 24" O.C. AND 6" FROM MIN (3) 2x #2 SPF STUDS @ EXTERIOR HEADERS (2) SIMPSON MST37 SEE STANDARD HEADER EACH END W/ 7" EMBEDMENT. IF END OF HEADER SEE Q/S4 F OR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. STRAPS W/ (42) 16d NAILS DOUBLE 2x6 OR 2x8 TOP CONNECTION DETAILS FOR AT STEP DOWN LOCATION, MIN 7" REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x PLATE SEE PLAN MORE INFORMATION XSP L2 F EMBEDMENT PAST STEP. SILL PLATE W/ SIMPSON LS30 W/ (6) FLOOR SYSTEM OR 6 12d NAILS AT 6" 'T r ASE PLATE r 2x CRIPPLES @ 16" O.C. 1 Od x 1 1/2" EACH S I DE 2 -STY. FRAMING B O.C. TYP T & B SIMPSON SP6 W/ (6) 1 Od x IED qF SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE W/ (2) 12d TOENAILS T/B BAND JOIST & BLKG. x C H FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 SILL (MAX. OPENING WIDTH 4 FEET). OR LVL GIRDER SYP U.N.O. WALL) @ 24" O.C. 17<�) EWALL OR BEAM WALL) AT EACH STUD AT HEADER IF OPENING IS GREATER THAN 4, JAMB CONDITION OR IF BUILT-UP 2 -2x4SPF (72) 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, (BLOCK SOLID) STUDS ARE W/I N WALL SYSTEM A.B. TO To, TOP PLATES BE SPACED W/IN 6" FROM OPENINGS OPENING NAILED TO STUD A SIMPSON LS30 W/ (6) 10d x 1 1/2" IS SEE PLAN F 2 x CONT. T & B AND MULTIPLE STUD PACKS PACK W/ 1 Od NAILS @ 8"O.C.— TO BE INSTALLED AT EACH END. COL. SIZE LE 2 x 4 �i SPF S�6DS �B INTERIOR HEADER 2x SILL PLATE W/ (2) 12dTOENAILS. TYPICAL BLOCK WALL PLYWOOD ATTACHED PER NAILING SCHEDULE SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" BOX HEADER AT 16" O.C. U.N.O. (2) 2x HEADER (1) EXTERIOR HEADERS FLOOR TRUSS/ I -JOIST SEE PLAN .1.1 V ANCHOR BOLT W/ (2) 2x TOP PLATE SEE PLAN (1) 2x SILL PLATE W/ (2) 12d TOENAILS. TYP. 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE SIMPSON MSTAM36 W/ (7) 1 Od NAILS & (4) 1/4"x2 1/4" TIE BEAM V. MIN. 6" EMBEDMENT (2) SIMPSON LSTJ2 W/ (10) 1 Od NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ �J. � �l. :�=BASE PLATE W/ SIMPSON LS30 W/ (6) 1 Od x 1 1/2" EACH SIDE TAPCONS PROVIDE BLOCKING OVER TOP PLATE SIMPSON SP2 W/ (12) 1 Od NAILS AT 16" 1 SEE FOUND. PLAN FOR FTG. REQ. STUDS UNDER 2nd FLOOR HEADER ARE BELOW JAMBS ..T .1. NAILS AT BASE NOT REQ'D TO HAVE CONNECTIONS. 'PROVIDE (2) CRIPPLES BELOW ATTACH STUDS W/ (3) 12d TOENAILS T&B SEE FOUNDATION PLAN TO ANY GIRDER TRUSS IN THIS 2 STORY INT. BEARING WALL FOR FTG. REQ. 2x CRIPPLES TO SITUATION. CONNECT G.T. TO PROVIDE EXTERIOR SHEATHING MATCHJACK STUDS W/ (2) SIMPSON HTS20 W/ ATTACHED PER NAILING SCHEDULE AND EXTERIOR HEADER CONN. 2nd FLOOR � �6 STUDS BELOW (24) 1 Od x 1 1/2" NAILS AT TOP AND BOTTOM TO HEADER FOR EXTERIOR 2 STORY WALLS ONLY. 2 STORY COL. GIRDER SHEATHING CAN STOP ONCE UNDER (IF CRIPPLES ARE LESS THAN 8" SCALE: N.T.S. LOWER ROOF. SYSTEM 42 SCALE: N.T.S. LONG NO STRAPS ARE REQ'D) SCALE: N.T.S. A.'A. . 1-'A - �—ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE MORE INFORMATION HEADER STRAPS CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED /—(2) SIMPSON LSTA24w/(18) 10d NAILS __ (2)2xHEADER SEE PLAN SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE (2) SIMPSON LSTA30 W/ (22) SIMPSON SP4 W/ (6) 10d x 1 1/2" (USE SP6 FOR 2X4 STUDS MIN (3) 2x #2 SPF STUDS @ END OF HEADER FOLLOWED IF DOWN SET OR BOX HEADER IS USED 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PER PLAN oo SEE Q/S4 FOR REQ'D JAMB INFO OTHERWISE DETAIL CAN BE IGNORED SIMPSON LS30 W/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE FACE OF HEADER/STLIDS DOUBLE 2X4 ATTACHED W/ (2) 16d TOENAILS AT EACH END SIMPSON LSTA30 W/ (22) 1 Od SIMPSON SP4 W/ (6) 10d x 1 1/2" (USE SP6 FOR 2x CRIPPLES @ 16" O.C. TOP PLATE NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. W/ (2) 12d TOENAILS T/B THEN DOWN THE FACE OF INTERIOR HEADER 2 WS 10d @ (2) 2x SILL PLATE HEADER/ STUDS (2) 2X SPF TOP PLATE 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS 3 110/ 2x CRIPPLES @ 16" O.C. (2) @END OF HEADER. SEE 2x LATE W/ 12d TOE NAI LS. 2x STUDS @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER Q/S4 FOR REQ'D JAMB (1) S I LL P (2) OPENING LARGER THAN 4 ft (2) 2x TOP SPLICE (1) 2x SILL PLATE W/ (2) 12dTOENAILS. INFO. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS SILL PLATE W/ SIMPSON LS30 W/ (6) END OF SILL (MAX. OPENING (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE ALT. HEADER ANCHOR LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON OPENING NAILED TO STUD r8 IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE PACK W/ 1 Od NAILS (2) 1 Od TOENAILS AT EACH END OF BUT NOT EXCEEDING 6 FEET, SILL (MAX. OPENING WIDTH 4 FEET). SCALE: N.T.S. A SIMPSON LS30 W/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, PROVIDE 2 ON 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR FEET BUT N OT EXCEEDING 6 FEET, TOP OF 2x8 TO EACH END REQ'D JAMB INFO A SIMPSON LS30 W/ (6) 10d x 1 1/2" IS BLOCK OUT TOP 2x CRIPPLE AT EACH SIMPSON LSTA30 W/ (22) 1 Od NAILS SIMPSON (2) MSTAM36 W/ (7) 1 Od NAILS & (4) 1/4"X2 1/4" TO BE INSTALLED AT EACH END. PLATE ATTACH END OF OPENING CENTERED TAPCONS it W/ (2) 10d NAILS < NAILED TO STUD PACK FLOOR DECK 'XI FLOOR DECK @ 3" O.C. 2x4 BEYOND DOUBLE W/ 10d NAILS @ 8"o.c.— AGAINST 2x8 2X8 TOP FLOOR TRUSS/ I -JOIST SEE PLAN PROVIDE BLOCKING FLOOR TRUSS/ WOIST SEE PLAN STUDS PLATE SEE PLAN FOR BEAM BELOW JAMBS TIE BEAM 2X CONT. RIBBON 2x8 STUDS 2X4 W/ 2 ROWS PER PLAN SIZE & CONNECTIONS NOTE: OF 10d NAILS PLATE LENGTHS MUST BE @ 3" O.C, HEADER CONN. @ 2nd FLOOR HEADER CONN. @ 2nd AT LEAST 4'-0" LONG. TYPICAL W/ HIGH BM r9 FLOOR [DOUBLE STRAP] TOP PLATE SPLICE DETAIL SCALE: N.T.S. SYSTEM 42 SCALE: N.T.S. SCALE: N.T.S. S!! C14 S�4_ ce,> E Wi-- i�: �q C, 0 Z C) % S 0 �4 P,\- To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. U) CD 10 W E 88 U C, 0 C5 cc:,:, 0 9-20 0 LLJ Lr_0 U')' Z L� 6NO C0 'T 6 11 0 c: _j LL LL CL Lu 0 LIJ :3 W W on[,-;; M a) co IL IL d _j �E W z W r-1 17-1 CD Z < V) Q) CD 4-J U un (A L.0 LU E C) U) 0 C) C.0 W 0 z LL E 0 E CU U 0 C6 l'-_ C1 M 00 0� z C=1 E cli .0 " z .0 'i z z W z zo �, 0 �0 < -z 0) W W n5o S C:) 1, NJ co q- 10 00 3: g 2 C) (1) > (D (D 00 > co _j T_ (N 00� C) 0— C M CU F, r 04 r— L0 CY) C) (000 LID CK) 04 (D E 04 0 M z E ce) z IL E 0 0 0 _j 'a M 0 JOB NO: 21-4276 SCALE : AS NOTED SHEET NO. D2